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HomeMy WebLinkAboutPermit B96-0226 - GENE JUAREZ - STORAGE RACKSCity of Tukwila C (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B96 -0226 • Type: B -RACKS Category: Address: 10828 EAST MARGINAL WY S Location: Parcel #: 032304 -9164 Zoning: Contractor License No.: MMISEI *094P5 Status: ISSUED Issued: 08/14/1996 Expires: 02/01/1997 Suite: TENANT GENE JUAREZ SALON WAREHOUSE 10828 EAST MARGINAL WAY S, TUKWILA WA OWNER MCCONKEY DEVELOPMENT CO C/0 HIATT DEBBIE, 4040 168TH AV NE, REDMOND WA 98052 CONTACT HOWARD TURNER Phone: 206 365 -7431 18420 24 PL NE SEATTLE WA 98155 CONTRACTOR M M I SERVICES INC. 14907 NE 40, REDMOND WA 98052 A* k A k k kk k ** ** k* * *k *“* k* *** k* kit k * * * * * *k * * * ** k **k* k ** * * *** * **** * * ** * * * *** ** Phone: 206 882 -3034 Permit Description: INSTALLATION OF RACK STORAGE. UBC Edit ion : 1994 Va 1 ua't ion: 2,500.00 Total Permit Fee: 202.59 kAkk* kJc.****** k*** k* k*•. kk*** k* k* k** k***"k* k'** k * * * * ** * * * ** * * ** * * * * * * ** * * * * * * ** —lq 9-(e EermitCenter Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing, this work will be complied with, whether specified herein or not. The grarrtingof this permit does not presume to give authority to violate or cancel the.provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this wilding permit. Signature:_ ?U Date: AL 4 - 1, -)Pvq) T i t l e: Print Name: This permit shall become null and void if the work is not commenced within 130 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. EXPI'ED Project Name/Tenant: V Gf-1 •,1 i.)A 12G- - L gAV.K- City State /Zip: w, Y � -vy �,v it W / � Value of Construct on: - .5c0, vb Tax Parcel Number. C APG6i " 0 5 2 . 3 0 ( 1 - — 9 1 ( 0 4 - -off Sddress: Site 0 ` 2 - g 3 . MAP /INA I_ Property Owner: F t7 M C CON K c -, ( , Phone: 2-c /823`1 - 1/ so Street Address: City State/Zip: ;306)(0 110 i - i4 uP I / ,)A\" • 6u ITC 161, 1- (-Hill -- &* t\ `R Fax #: i ZGa/g 12 - y 3 93 j Contact Person: Hbuy At' l) Tub Gi`- Phone: 2v�j 6 -s -• 74137 Street Address: City State/Zip: I53�- -1i 24 Pt - tir � G�T'I.#; u0A q L55 Fax #: 2e9o, 36,5 -1so / Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: 2a( `3C0 J - 43 Street Address: Ci State /Zip: l �_ (-) M -TH PI-- N G �- -t=art ii. H ct yS Fax #: 2� /a(P.-C — 'S----° Engineer: .1<, IBS, MAW ) Phone: 2 / 4- v! /-} - (p Street Address: City State /Zip: G v Tr -x-31 -lam, - A. WA '13104- Fax #: 2 33 - c t Z7 1 Description of work to be done: . .L-Y) — 7 a r / �, ! �l �5 Existing use: El Retail 71 Restaurant ❑ Church ❑ Manufacturing ❑ SchoolCollege /University ❑ Multi- family Warehouse El Hospital ❑ Motel /Hotel Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School/College /University ❑ Multi- family M Warehouse Hospital ❑ Motel /Hotel ❑ Office ❑ Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? fa yes ❑ no Existing fire protection features: e ll sprinklers ❑ automatic fire alarm ❑ none 11 other (specify) Building Square Feet: /3, ,<EL existing Area of Construction: (sq. ft.) 7 ? �:=- Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ,® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF 7 1. JILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelizatiorr/Striping ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan I;,eviev.- Appligations for which no permit is issued within 180 days following the date of application shall expire by limitation. The building' official may extend the time for action by the applicant for a period not exceeding 180 days'upon written request by the applicant as defined in'Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applicationicced: Date application expires: ^ 7 CTPERMIT.DOC 7/9/96 Appllcption to e,4by: (initials) BUILDING NER OR AU AGENT: Signature: lA,lJ.-..-. Date: 1[ 11 Q(O Print name:I 1- Olaf, -'D I? iUr?Nt=IZ_ RECFIVFn Phone 2 L ' / : 5 (s s , s -- ? 1 " l 'r7 /r /� 7-6- Addre$S ,� VI CITY OF TUKWILA Cjty /State /Z , ` , ALL COMMERCIAL/MULT ' 1 Y TENANT IMPROVEMENT ' TION PERMIT APPLICATIONS MUS BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description 71 ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ El Floor plan: show location of tenant space with proposed use of each room labeled El r7l Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ri Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ D Indicate proposed construction of tenant space or addition and walls being demolished El © Construction details © El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). O ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ® ® Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form 11-5) D El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 7/9/96 , 2 91996 PERMIT CENTER Address: 10828 EAST MARGINAL WY S Permit No: 896-0226 • • Suite: Tenant: GENE JUAREZ SALON WAREHOUSE Status: ISSUED Type: B-RACKS Applied: 07/2911996 Parcel #: 032304-9164 Issued: 08/14/1996 *******4****Alch411(kikkkk*A**4****k*I*****k*k***** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2 All permits, inspection records, and approved plans shall be available at the job site pr to the start of any con- struction. These document: at to be maintained and avail- able until final - inspection approval is granted. 3. All construction to be done in conformance with approved plans and requirements, of the Uniform Building Code (1994 Edition) as amendeid. Validity of permit. The issuance of a permit or approval of plansy and computations shall not be con- strued:tobe a permit fot ,. or an approval of, any violation of any , of the provisions of the building code or of any oth of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code 3hall be 'valid: CITY OF TUKWILA ��', .�.' � r, + :,ti ,. .'�. 7 i,' "'•'..�TtSs - •c; .. ..�,r�4+ +� - .. y r�5' - tlf ��i i'l +rl - 59 AAT ;r,- 4 7,' M ni5iY -f`P'T ,7'7%,ra }.- 1 `/ . *:4** * *•ti44* *A*4* *44 ***4A*4 *k** **•t *4*4 *4'k4 4 * . 4k• *4*A4*•.k44 4 CITY OF TUtKWILA. WA � * * h TRANSMIT �Ir *4*A.* *A * *•F * * * **A�El� ** 9 . k 7 8.** is ���444:kkA*4A{ck•.k•k+4+EAhAk*** TRANSMIT Number: 96004546 Amount: 104.75 07/29/96 10:1.6 Payment Method: CHECK Notation: HOWARD TURNER Init: KJP Permit No: 096• -0226 Type: 0-RACKS RACK STORAGE PERMIT Parcel No: 032304 -9164 Site Address: 10828 EAST MARGINAL WY S Total Fees: 202.59 This Payment 104.75 Total ALL Pmts: 153.34 Balance: 49.25 **4*• k** 444.k**• k*'* *k•k*4*** *•k*h ** * *: k** * *•k * *•4** *A *4**4 *4* *4 Account Code Description Amount 000/322.100' BUILDING - NONRES 104.73 *h* ** *Ak***4 **h4* ** * *• ***+** 4*4*•* k****.k .A *i *kot **4 * *•kA*4*•k*4*• *.4*4 CITY OF. TUKWILA. WA G,' —Qa 4( TRANSMIT * * *A *A *A•k * * *A•k * **h3.• ** *x* k*A*A**• A*. tl eA*•, 44 cA**:1* *:4 *•.k * *•.4A *• }. TRANSMIT Number: R9600463 Amount: 49.25 08/14/96 14:35 Payment Method: CHECK Notation: TURNER & ASSOC. Init: SLB Permit No: 096.0226 Tyne: B- -RACKS RACK STORAGE PERMIT Parcel No: 002304 -9164 Site Address: 10828 EAST MARGINAL WY S Total Fees: 202.59 This Payment 49.25 Total ALL Pmts: 202.59 Balance: .00 * hA*4•*A* *•444 *A * ** *4* k***A** h* 4* *4 *4**•kA*•A *9*'tik * *A4 *A*4fr *A ** Account Code Description Amount 000/322.100 BUILDING.-- NONRES 44.75 000/086.904 STATE BUILDING SURCHARGE 4.50 51 '6lis/c .. •4 i1.�y : r + ''{ �. •, ! . t r , ft. f l' '1 •r� 'i. l,i'. 1 .. j•.. F. f, _ st'' * *Ak *.k ** * * *k:k *:4 * * ** I A *kh rkAA *• i }*:y' - ** - -- A-4 * CITY OF TUi;WT.LA. WA *+.6 * *.**** * #•k *•4 **k *:kk** ** kkkkk*•k *AA* I* c*k4k4AA***k*k*Akk*4k1. TRANSMIT, Number : 96.004544 Amount: '48.59 07/.:9/96 10:05 Payment Method: CHECK: Notation: HOWARD TURNER In •i t: Y 7P Permit No: ' 096 -0226 'tvoe: U-RACKS RACK{ STORAGE PERi1IT Parcel No: 032304-9164 Site Address: 10820 EAST MARGINAL .•WY S Total Fees: 202,.59 This Payment 4.8.59 .' total ALL Pints: 48.59 Balance: 154.00 : 4*: tAk** k: *h* A*.A** A* 1• k**A k*** —,t*A *A**.itck•I*:4:kk.4 *:4k *i A*•k *:4* *A k•**:k•k*:k* Account Code 000/345.830 ,Description Amount PLAN CHECK - NONRES 48.59 t> v 1 R;-tit"MI't' 1566 07/29 9617 TOTAL 166.69, CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1671 03/04/98 Activity Table Processing Permit No: B96-0226 Tenants GENE JUAREZ SALON WAREHOUSE Status: ISSUED Address: 10828 BAST MARGINAL WY S Notice: NOTIFY PERMIT COORDINATOR WHEN PERMIT IS ISSUED SO STOP- Type: B -RACKS Vera: 9501 Screen: 01 Base Information Parcel No: 032304 -9164 Owner: MCCONKEY DEVELOPMENT CO Validated By: KJP Plan Ck Approved: 8/13/1996 Applied: 7/29/1996 Status: ISSUED Issued: 8/14/1996 Completed: / / Act /Inactive: A Final Notice: / / To Expire: 3/16/1997 Nature of Wk: INSTALLATION OF RACK STORAGE. Location: Zoning: Valuation: 2,500.00 UBC Edition: 1994 F7.Update, F2.Previous Line, P1- Screen Index, ESC - Cancel Update RACK STORAGE PERMIT COMMENTS: (a h'‘A(, I* I ' 1■04+0 C d\ 14.1- .1C, r A r 4 c ".. ea...__ l t14 F vv' K Pte- D t S{ -t V I I s A Sc1 561. ro. 0m 1v,.,...„ ') \ s�G0. \. R..AC S N g C►"Al� z2A,.►.t•Av) (k.`0.u�,lLk`'c ' S P(t- ir.IcLga.-..- frwr -tt4 / u 35).= �n.+.nea,-A •.m. W W is (Wag--- 4 I ,.! N‘ 0.'i 14 . ,10 4 y ,,,, Project: � �� Typp��tion: r {N�,.. Ad s to k. 4601405111/44_ I s Date called: to - 9c0 Special instructions: Date wanted: �' t� q�0 •.m. Requester: t zt AA INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION `RECORD Retain a copy with permit E - PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: G c,L3— Date: p ' � 7 _ c;14, $42.00 REINSPECTION FEtkwREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: COMMENTS: ln11-VLq t is rt( it jV4 - Ssw•-,AS o f bcs S- G 2S2 , r 'Di S c.avOLeS) S: - . i 4's ' Sc -t4-1 " ,F S i 0 d-A C . . ' I Z . d $ $ ` + S . i w r t gt.. f t ‘i..cc., f ; o rn cl tic' (tA ( LS ) ("k IV A Mc- DP VF j 1A0 -%k (,to P.,-.Th3rtlit a ot.\ "Tx N.4uS A Dew.%StSCI trAlJl... 1 7E14 & tvr PuAAS Tka 'Tivwc 6,1.0(....... i W �, 0.... Mc� (Atha..., vr, 20 LA I 1$ t CO t $ '. •ar', I li"a� • Z i N r ait.v49 j *.0 c r - rnP\. d ` %--- as•1 Si 1`c of r cA Ty i S 9 Efit eXAC, ,S ANo 113 e■te (co, O N*-- . Ne' "" y"rs IL— rest CAg-A ADD (A\ LA..- FM-wA/49 IT 'r0 I-VS $6Ss , iic sToP vo(t pasiFP 3u,- -r st o4Ar SpAu t--0 1.6- _ Nfi,4.Dl.F0 P$ SvtCA • Project ((�� ■irstivZ. – W ►J w Type of impaction: yi- -�N itGArtb,.\ Address: Og e. j Date called: Special instructions: Date wanted : / ( t q6 t a.m. p.m. Requester: Phone No.: 1 INSPECTION RECORD I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: ft, )9Q I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: TO: DATE COMMENTS DUE DATE COMMENTS DUE R FIRE PREVENTION BUREAU 8/13/96/3 .Gi, ❑ CERT. OF OCCUPANCY REQUIRED ❑ PUBLIC WORKS /V/M 8/13/96/7 - 30'9p ❑ CERT. OF OCCUPANCY REQUIRED ❑ PLANNING DIVISION 4/,9 8113196/7 CODE REVIEW 8/13/96 g•a-Ij( ❑ STRUCTURAL CONSULTANT g PERMIT COORDINATOR PLAN REVIEW ROUTING SLIP PERMIT /APPLICATION NUMBER: B96 -0226 PROJECT NUMBER P96 -0076 GENE JUAREZ SALON WAREHOUSE PROJECT NAME: PROJECT ADDRESS: 10828 EAST MARGINAL WAY S NATURE OF WORK: RACK INSTALLATION Approved ❑ No Plan Review Required PLNRVWSL.DCC 7/29/96 CITYLF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -36 ;0 eani+ &, crd COPY DATE: 7/30/96 El Approved with Conditions ❑ Not Approved Signature of Staff Person Responsible for Reivew Date TO: DATE COMMENTS DUE DATE COMMENTS DUE II FIRE PREVENTION BUREAU 8/13/96 ti CERT. OF OCCUPANCY REQUIRED ❑ PUBLIC WORKS 8/ 13/96 ❑ CERT. OF OCCUPANCY REQUIRED ❑ PLANNING DIVISION 8/13/96 ❑ BUILDING CODE REVIEW 8/13/96 in STRUCTURAL CONSULTANT C1 PERMIT COORDINATOR Approved No Plan Review Required PLIVRVWSL.DOC 7/29/96 Signature of Staff Person Responsible for Reivew hi 13,aray. R' Jr r • CITY r' TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLAN REVIEW ROUTING SLIP PERMIT /APPLICATION NUMBER: B96 -0226 DATE: 7/30/96 PROJECT NUMBER P96 -0076 GENE JUAREZ SALON WAREHOUSE PROJECT NAME: PROJECT ADDRESS: 10828 EAST MARGINAL WAY S NATURE OF WORK: RACK INSTALLATION ❑ Approved with Conditions ❑ Not Approved 8/S ?' Date TO: DATE COMMENTS DUE DATE COMMENTS DUE ❑ FIRE PREVENTION BUREAU 8/13/96 , C71 CERT. OF OCCUPANCY REQUIRED PUBLIC WORKS • 8/13/98 • ❑ CERT. OF OCCUPANCY REQUIRED ❑ PLANNING DIVISION 8/13/96 El BUILDING CODE REVIEW 8/13/96 ❑ STRUCTURAL CONSULTANT ❑ PERMIT COORDINATOR 1 CITY & TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 r! �tiiry +tr7nrt;.a,K4:u::a��.'�tstrAt,K MV.1.1 4= it ytY. rn. i.M..',Y:}:;!ryq"T.IT:,`! ^ PLAN REVIEW ROUTING SLIP PERMIT /APPLICATION NUMBER: B96 -0226 DATE: 7/30/96 PROJECT NUMBER P96 -0076 GENE JUAREZ SALON WAREHOUSE PROJECT NAME: PROJECT ADDRESS: 10828 EAST MARGINAL WAY S NATURE OF WORK: RACK INSTALLATION ❑ Approved 71 No Plan Review Required Signature of Staff Perso Responsible for Reivew PLNRVWSL.DOC 7/29/96 ❑ Approved with Conditions ❑ Not Approved Date TO: DATE COMMENTS DUE DATE COMMENTS DUE ❑ FIRE PREVENTION BUREAU 8/13/91 1 CERT. OF OCCUPANCY REQUIRED r-1 PUBLIC WORKS r . 8/13/96 .: CI CERT. OF OCCUPANCY REQUIRED 110 PLANNING DIVISION 8/13/96 ❑ BUILDING CODE REVIEW 8/13/96 ❑ STRUCTURAL CONSULTANT ❑ PERMIT COORDINATOR J�,1';i',.`t;:ii iii: t� jMtt.':a`:)':S' „•tt<” �iT „�4'•'•'•: >.�`w .'ir:' .! a ^xnwr •wrn.w, ,n.: x�xsxyotr. �+wnw��r tYaWH.' 7' FL; M:; LTEdt; �1 :w— 'Y`.?`:fRFi?l'$:�+' CITY is d;' TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLAN REVIEW ROUTING SLIP PERMIT /APPLICATION NUMBER: B96 -0226 DATE: 7/30/96 PROJECT NUMBER P96 -0076 GENE JUAREZ SALON WAREHOUSE PROJECT NAME: PROJECT ADDRESS: 10828 EAST MARGINAL WAY S NATURE OF WORK: RACK INSTALLATION ❑ Approved No Plan Review Required Signature of Staff Person Responsible for Reivew PLNRVWSL,DCC 7/29/96 El Approved with Conditions ❑ Not Approved 7/30/16 Date TO: DATE COMMENTS DUE DATE COMMENTS DUE ❑ FIRE PREVENTION BUREAU 8/ 13/9f t1 CERT. OF OCCUPANCY REQUIRED r3 PUBLIC WORKS d • 8/13/96 . ❑ CERT. OF OCCUPANCY REQUIRED CI i PLANNING DIVISION 8/13/96 • BUILDING CODE REVIEW 8/13/96 ❑ STRUCTURAL CONSULTANT ❑ PERMIT COORDINATOR Approved PLIVRVWSL.DOC 7/29/96 ii2��i��".. y, ..;`,: r, v` ri�r_ • » t�y ir. �=.. y.£ �. �_,.' �/,: �tjT` ��ci•: �'.b��..�'.:'r,....:1"?r.aw�t'. isZt`Z'!'rr:`i':4:+^':k.�.>'i+ Fri! z'✓ r` 4.: 7.; C' t`.` E3TA7F7f*, R?:.!+ �a�S:.laa:,.m.rw �.vu PERMIT /APPLICATION NUMBER: B96 -0226 DATE: 7/30/96 CITY Cc TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLAN REVIEW ROUTING SLIP P96 -0076 PROJECT NUMBER GENE JUAREZ SALON WAREHOUSE PROJECT NAME: PROJECT ADDRESS: 10828 EAST MARGINAL WAY S NATURE OF WORK: RACK INSTALLATION ❑ No Plan Review Required /V C ,o �-' -zee. Signature of Staff Person Responsible for Reivew El Approved with Conditions ❑ Not Approved Was is-ft42A-1-09 Date : V/74`,.. ",t=t v::r(5.�f:. . ,...,..•XVn.. .r.�., .. .r..e�.r.�rve,.sn�...w.w......v. PERMIT. INTAKE CHECKLIST Permit Number: Application Incomplete ip CITY (L' TUKWILA �.... Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431 -3670 MISCELLANEOUS 5 sets of plans Application Checklist complete Application taken by: -( Energy checklist not needed: (Applicant signature) 1'MTINTAK.DOC 7/29/96 Escli OD a (0 Project Number: Pck o - 00 - 76 O H Plan Review Meeting Date: I - 3 O 'ci (0 Application Complete Name: VW A� Date: 61c9- Need -en9r5 5.1 for Date: `I' � 'q(0 Name: Date: SINGLE FAMILY COMMERCIAL ❑ 4 sets of plans M' 5 sets of plans ❑ Application 21 Application ❑ Checklist complete Er Checklist complete : V/74`,.. ",t=t v::r(5.�f:. . ,...,..•XVn.. .r.�., .. .r..e�.r.�rve,.sn�...w.w......v. PERMIT. INTAKE CHECKLIST Permit Number: Application Incomplete ip CITY (L' TUKWILA �.... Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431 -3670 MISCELLANEOUS 5 sets of plans Application Checklist complete Application taken by: -( Energy checklist not needed: (Applicant signature) 1'MTINTAK.DOC 7/29/96 Escli OD a (0 Project Number: Pck o - 00 - 76 O H Plan Review Meeting Date: I - 3 O 'ci (0 Application Complete Name: VW A� Date: 61c9- Need -en9r5 5.1 for Date: `I' � 'q(0 Name: Date: August 1, 1996 Mr. Howard Turner 18420 - 24th Place Northeast Seattle, Washington 98155 Dear Mr. Turner: `✓; City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: Development Permit Application Number B96 -0226 Gene Juarez Salon Warehouse 10828 East Marginal Wy S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 29, 1996, was reviewed at the July 30, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any corrections or when you plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, -7/7eici 7‘ Kelcie J. Peterson Permit Coordinator File: B96 -0226 FILE COPY John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41-3670 • Fax (206) 431-3665 K. M. Maw Consulting Engineer July 26, 1996 Howard Turner Turner & Associates 18420 - 24th Place NE Seattle, WA 98155 FAX: 365 -7504 Dear Howard: Type 1 Type 2 Type 3 Type 4 0 o Type 5 Re: Gene Juarez TI & Rack Permit 10828 E. Marginal Way S. - Tukwila, WA 31.3 X%4 Central Building 810 Third Avenue Seattle, Washington 98104 (206) 624 -7146 RECEIVED CITY OF TUKWILA JUL 291996 PERMIT CENTER All types of racks shall be anchored to the concrete floor per attachments listed below. STEEL SHELVING M 96 -62 Per our site visit and the information that I received from your office, the following are the recommendations for stabilizing for present use the rack in the above warehouse. 1 - h"- diameter epoxy - grouted bolt, each leg 1 - h"- diameter epoxy - grouted bolt, each leg 1 - h"- diameter epoxy- grouted bolt, each leg 2 - h"- diameter epoxy - grouted bolt, with additional 2 - h"- diameter epoxy- grouted bolts at 6" gauge bolted to the slab through the rack vertical support leg using a 3 x 3 x ;" angle 8" long with a 1/2"- diameter bolt 1 - h"- diameter epoxy - grouted bolt, z each leg All bolts or threaded rods shall be A -307 with minimum m embedment of 41/2" into concrete and epoxy shall be Hilti HVA. Howard Turner July 26, 1996 Page Two * 1 - 21/t/I f ../ Joe Maw All connections between the horizontal and vertical members of the rack shall be completed. WOOD SHELVING SUPPORTED BY STEEL SHELVING Span: 5f -5 ", and Spacing: 16" o.c., with 3/4" plywood will be able to carry two boxes of records stacked on top of each other (designed for 120 PSF). Please give me a call if you have any questions. Sincerely, K.M. MAW K.M. (JOE) MAW. P.E. STRUCTURAL ENGINEER CENTRAL BUILDING SEATTLE, WASHINGTON 98104 624-7146 /9 = 7 x 3 . G s X 8.7S - A - SX ^ -S - = 3 0 6 3.) ('> (z.) (5) STRUCTURAL DESIGN SHEET 7,4iIs 96 PROJ /Uf' —� ICE:, ►��� 1. LOCATION C! IPf. -1T CHECK- i p V/ 7 /-7 - A x (0 z - z) = / S 7i /V1 M - / S - e$ ) . -Cce/ 7/ 716" #1 _ //- ¢.s = a C /(- /- /5017 p /•< 7= � 0 zez JOB NO. 9G 6'z K.M. (JOE) MAW. P.E. STRUCTUF:AL ENGINEER CENTRJ.L BUILDING SEATTLE, WA. ^Hitli<GTON 98104 624. -7146 GDS = .5 9- z C X 5 7S 41 /C 1 cp 60, 3 v6: Zu /2--/ f /vC xiofrr T (•g) es-4) ' 9.9 /c /fit P -7/ to 2 x • 3 6/e- i' ,-. . /J7iS M 9.9 G 3.9 /°i ‘ft Gti _ 3 .9 s /�� . .dsc i- 60g o%. Irk STRUCTURAL DESIGN SHEET PROJECT 1U47iL9 LOCATION Yr 2 _ CLIENT 'a JOB NO. �1G• � Z 7 b 24 K.M. (JOE) MAW. P.E. STRUCTURAL ENGINEER CENTRAL BUILDING SL I'TLE,WASHINGTON 98104 624 -7146 g 7SY)1 / --e c = •3 STRUCTURAL DESIGN SHEET PROJECT ) a/4-AF- LOCATION ____.- CLIENT (o d.0 x Gs ^x -S *x -Sr / / 3)( (z)( ) • - 2. ¢ /` Ov ? /sYYt/C /V -. C2. ¢) (3-5) Y v �«7 /tic . M = ¢- S 7-0 JOB NO. SHEET NO. 3. V K.M. (JOE) MAW, P.E, STRUCTURAL E, iG;UEEf CENTRAL Bhilult.G SEATTLE, WASHINGTON 58104 624.7146 Cz _ (8 C /) STRI,JUURAL DESIGN SHEET ;N CL'ENT 'Ty A95 ¢ . GQ s )% ef_ 71-t ‘/O/z. • ¢7(3x Gs" x:5 ? • s; =/.767 T 4 X3 x4 6' - 7< e s 1=7 .? =/ DATE DESIGN CHECK. G =o as e- o ► • K.M. (JOE) MAW, P.E. STRUCTURAL ENGNEER CENTRAL BUIL.W.:: SEATTLE, WASHING' 01 Si61 624-7146 e, vr z-6/ r/. = -- , /17 /52 D/- MS 6 2. S" 7 -se /=2 6,7 STRUCTURAL DESIGN SHEET CLIENT O F 7 v /‘.6 0 / SZ../fra Z- / A 1-1.. 7 3 /A- z. = X ./ 2 6/ 2. ,X 2 Z 1-1 „ • • • • • • • .1' • • • • • •.•:).' • tkrt DATE 7- 2s DESIGN 1 CHECK : 7 •!•••.. JOB NO. 9G- SHEET NO. 611 x 2 -eff 0 A-- K.M. (JOE) MAW. P.E. STRUCTURAL ENGNEER CENTRAL BUILOIN SLIME, WASHINGTON 98104 624-7146 LOCATION STRUCTURAL DESIGN SHEET PROJECT j A- CLIENT DATE 7 -25 =4G DESIGN / CHECK JOB NO. 96 - SHEET NO. a K.M. (JOE) MAW. P.E. STRUCTURAL ENGINEER CENTRAL BUILDING S& rrLE, WASHINGTON 98104 624.7148 O/G t( / /c(�X.r. MG ,/ v4 A-T ( it/.' Z. o 9' /c 7 I5(o /' 2.9 v / c- %z 4- 3 ° 7 -/92 x Z2- — / C' •V7/ c, S. • STRUCTURAL DESIGN SHEET PROJECT Jam /' LOCATION /L CLIENT DATE DESIGN / 314 CHECK Ilanmor JOB NO. 9G- G SHEET NO. •r' K.M. • (JOE) MAW, R.E. STRUCTURAL ENGr EER CENTRAL BUILDING SEATTLE, WASHINGTON :'8104 624 -7146 STRUCTURAL DESIGN SHEET PROJECT /a LOCATIL N A�- �1�� /i✓: 12 0 ?FTZ -403X!z _ 6.3 /•/S CLIENT 2,(6 "G'' o L 5J.4-IJ( 1J .1 _ /-33 x /20 x .z�. � = 4 _76% 9 Az �` _ 4‘,18-F x 3 Z x s / = - /Z 2 / 3 X s? / h� CHECK 7.7 C 7 S_ DATE 7 -zS -?6 DESIGN SHEET NO. B 6aq*tM Nub lb star (Y.) Ilskibe b. Mpol (k) %Wm Mew d WO httM11' 1k) Or'E 66 Mewlle Ware fade" 4866 eel Cowell Medea (his) Maw lies) Arrap &11 11, (.w'LI 40600 Ceawta . Medea lea) 61112r (Ml twdiert■ Ml OM%Mta66a (Wiu) *NO Sr Ilk) HAS 38.518 'Ya 3% 1 7E- C4 1560 1070 4680 4015 18 Yet HAS 12.612 Yw 4% 1% TE-C+ Yu-12 - 2840 2090 8520 7850 35 3 HAS 58.758 "/N 5 1% 7E-C# "Ae-12 4520 3000 13560 11240 60 'Yee HAS 34.958 * 6% 2 TE-C+ 5610 6680 4800 20040 18010 160 1% HAS 7610 HOG 1 6% 21/4 TE -FY 1 -13 9240 6350 27720 23805 200 1Yle HAS 1-12 1% 81/4 2% 7E -FY 154.17 12120 7630 36360 28615 330 1',b HAS 114-16 1% 12 2% TE -FY 11/2-23 19380 13070 58140 49000 550 1% HFA % x 3% % 3% N/A TE-C+ %-8 2880 1620 10810 6827 16 WA HFA 14 x 4% • "/w 4'/. N/A TE-C+ Ww-12 3690 2635 13630 9690 35 N/A HFA % x 5 1 6 WA TE.FY 1.13 7295 5055 27365 18965 80 WA HFA % x 6% 1% 6% N/A _ TE-FY 11617 9750 7315 36560 27405 160 WA Curing Time Base Material Temperature 3 i-1" 4 1';" V 20 Min. 40 Min. Above 68 °F 30 Min. 1 Hr. 50 °F to 68 °F 1 Hr. 2 Hr. 32 °F to 50 °F 5 Hr. 5 Hr. 23 °F to 32 °F I HVA Adhesive Anchor System . (continued from page 111) !' HAS Rod (Option #2) 3. HAS (Option #2) Insert the shaft in the rotary hammer chuck, screw the anchor rod to the adaptor and place the adaptor on the shaft. At the rotary hammer drilling setting, drive in the rod to the embedment mark. Remove the drill and shaft assembly from the adaptor. HFA Insert Rebar 3. Reber Rotate knurled locking sleeve and insert appropriate diameter rebar. End of rebar being inserted into base material must have a 45° cut or a 90° chisel point. 3. HFA insert the shaft with socket into the hammer drill, screw the setting tool into the HFA and place in the socket. 4. Reber Place chisel pointed end of rebar on top of HEA capsule and switch on hammer drill. Drill rebar to bottom of hole. 4. HAS (Option #2) Rotate the hex bolt adaptor and unscrew the adaptor from the anchor rod immediately. When removing the adaptor, do not pull out the rod. If the adaptor is removed immediately, movement of the rod will not be detrimental to the fastening. • 04 4. HFA At the rotary hammer drill setting, drive the HFA flush with the surface of the concrete. 7 5. Reber The set rebar may not be disturbed or loaded before the end of the specified curing time. Specification Table — Standard HAS Rod and HFA Inserts 11=3 MMIT311, ;lZ491 I 5. HAS (Option 42) The set anchor rod may not be disturbed or loaded before the end of the specified curing time. 5. HFA The set anchor cap not be disturbed or loaded before the specified curing time. NOTE: 1. The rebar setting tool can be cleaned by soaking it in a solvent and then blowing dry with com- pressed air. 2. The locking rollers of the setting tool should be lubricated every 100 installations, or as required, using Hilti Spray Lube or equivalent. Below 23 F. contult Your Hdo held enonee, . I. Bed on elandsrd rod nWerid. Also Nocwd Nqh strength sled rods, stainless sled (304) rods. Available through special order. stainless sleet (316) rode. 2. For allowable losdt d daidees sled. high slrengin Wd, or extra length rods. consul Hai Product Tednied Guide. 1 'd STATE OF • • WASHINGTON • MASTER LICE 1....,E SERVICE REGISTRATIONS AND LICENSES ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION MMI SERVICES INC 16533 NE 80TH ST REDMOND WA 98052 DOMES ..,)FIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE REGISTERED TRADE NAMES: MMI 1); The above entity has been issued the business registrations or licenses listed _ OEFARTMEM• OFLICE NSI NG •BUSINESS8PROFESS1ON.S ., (♦, P.m sox 0034 OLYMPIA WA 90507-S034 (300) 7534401 • S. s ue i- ___ __ ____ .trr• .d ^�.^ +�- Yviv�'r^ . • ?9JL.1<�^ "�: �+T�C r*s. Z„T�i?'• ""LT�d • - .• 0o124 Z8 UNIFIED BUSINESS ID #: 601 226 635 BUSINESS ID 0: 001 EXPIRES : 01 -31 -1997 s i i /�iiiiii i/ iii i� /iiiii� .i r v.•i�ii: ii /ii ii 33333 / /i i..���. %��i 33333 /3333 �iiiiii iii :� ..i.., , iir /333333 DEPARTMENT OF LABOR AND INDUSTRIES .THI THAT THE PEf JV.NAMEp.I:IEREON.IS REGISTERED AS PROVIDED BY t.AW AS A �':; �.t }:jam, :' . •( � t'1:.:.z::'•��:.'•,�•1gwY s^ •�. �'n'�� :!t'.•'. ..�f� • .al b .^,.••...,> • �; «� .�• �*•,.' ,,.q.3'• ,� -. .•'7 4 .. •i 3Y i:..wrf:. ��1. �T 4�S.r�1'.`t:' STATE OF WASHINGTON Fe25-052 -000 (3.02) FOOZ Z88 90Z 0 ^• S IHH WObd HVOS'LL 966L -VL -8 I SITE PLAN K' SCALE ----------- - - - -- — -- _ —_ SEATTLE ftiGH i TY LIGHT ELECiIRi<A =56 TPA 5 W I --- N ISSD 56� 4 ?°� - "- -- - - - --� �_ "ARCEL G ' PARCEL "c" — 1 304-91E 4-09 0 I 7750 ]75 SF & RACK PERMIT AREA ,FLOOR PLAN ,n _FLOOR 1/16 " =1' -0" CAMAY O I I I I I I I I I I I I I I I I I I I I I I I I I I (� fl I I I I I I I I I I I I I I I I II TOTAL GROSS FLOOR AREA = 87,757 SF. TOTAL CROSS FLOOR AREA O a "d.ECT SPACE = 15,274 SF. PARKING ANALYSIS SEE s /A1 FOR RACK DFJfHSONS ---------------- - - - - -- MARGINAL WAY SOUTH ---------------------------------------- N 16 45 18" W (SURVEY) N 16 47' 30" W (LEGAL OESCRPT8N) NO CHANGE N PARKWG REQUIREMENT, SEE BOUNDRY LINE ADJUSTMENT (FILE #L95 -0055) FOR PARIaNG ANALYSIS APPROVED 1/8/96 PARCEL PARCEL ro' — aN� rNUx M 1111111 r 1 � PARCEL . A . PROVES U) NEW 1 Y EPDXY GROUTED BOLT Af 7/iG STL PLATE F00T W EVERY RAC(C LEG RACK TYPE 3 OAXONOMETRICS OF RACKS 5 SCALE: 1/4 " =1' -0" O SECTION AT HEADER 3 SCALE: 3 " =1' -0" REF: 2-Al RACK TYPE 4 RACK TYPE 5 NOTE: SEE STRUCTURAL CALCULATIONS FOR SIESMC RESTRAINT DESIGN CALCULATIONS PLYWOOD SHIM 2X6 5/8" DNB WOOD TRIM 68 BEAM ABOVE O SECTION AT JAMB 4 SCALE: 3" =1' -0" REF: 2-Al EXISTING FOOTNG PROVIDE (2) NEW 1/2" EPDXY GROUTED EVE BOLT RY A RA 1 T 16 LE G THICK STL PLATE F00T W 1 -1/2' 2)1/2" T EPDXY- GROUTED BOLTS AT GAUCE VERTICAL TO THE SLAB THROUGH THE RACK VERTICAL L96C SL LEG USNG A IA 3%3BOLT GLX1/4' ANE 8 LONG WITH A 1/2" D 1/4" PROPOSED FOOTNG FOR RAC 4 SEE STRCT'L PROVIDE (11 NEW 1/ GROUTED BOLT AT 1/" FOOT W EV'iRV RAC4 2' L 16 E TL PLATE 5 CITY RI TUKWIIA AP PRDVED „cop, ,Ser .,. ..d eCOroal ul �InderSiantl Oat tile 0^als Ci".sY 00nro t;r6�1.x's w�lV Ol aovl � \ EXPIRED RECEIVED CITY OF TUKWILA 1116 8 % -0 2 NOTES GENE JUAREZ TI & RACK PERMIT 10828 E. MARGINAL WAY S TUKWILA, WA TURNER AND ASSOCIATES 18420 24th PLACE N .E. SEATTLE, WASHINGTON 08155 EL. E: (206) 365 -7431 GENE JUAREZ AUG) 3 f 936 JOB: GENE JUAREZ - FILE: JUAR- A1.GC0 IT WV17 1 ^" DRAWN BY: MTT, TOE CHECKED BY: ART DATE: 7/26/96 [ VARIES REVISIONS SHEET Al ARCHITECTS FAX: (206) 365 -7504